Research Article
In-Plane Interactive Buckling of High Strength Steel Welded Wide Web I-Section Beam-Columns
Figure 4
Comparison of test and FE model load-lateral deflection curves: (a) EH1P [19]; (b) EH2P [19]; (c) EH3P [19]; and (d) EH4P [19].
(a) |
(b) |
(c) |
(d) |